Providing & Laying Storm Water Drainage Network at TP. 97 (Naroda) Kamla lake (Umala) area of Sardarnagar Ward in North Zone of AMC

(4) Date of e-Tender (Technical Bid) Opening : Dt. 20/03/2026 at 11.00 hours

Green Design & Engineering services Pvt.Ltd.

Dy. Municipal Commissioner

520-521, Shivalik Square,

North Zone - AMC

Nr. Adani CNG Pump,

Rajiv Gandhi Bhavan, Memco Cross

Ramapir No Tekro, old Vadaj,

Road, Ahmedabad Municipal

Ahmedabad-380027.

Corporation, Ahmedabad – 380

Email- [email protected]

Gujarat (INDIA)

Providing & Laying Storm Water Drainage Network at T.P. 97 (Naroda)

Kamal lake (Umala) area of Sardar Nagar Ward in North Zone of AMC.

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 6,11,750.00/-

Date of Opening of Tender:

Quoted Price in Rs. 6,11,74,545.00/-

I / We am / are willing to carry out work at % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. (in figures)

Rupees (in words)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add % above Rs. Deduct % below Rs.

Total Rs. Net Rs.

In words In words

Signature of Contractor Additional City Engineer (North Zone-PIU)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying Storm Water Drainage Network at T.P.

(Naroda) Kamal lake (Umala) area of Sardar Nagar Ward in North Zone of AMC.

SUMMARY OF COST FOR DETAIL PROJECT REPORT

NO NAME OF WORK IN RS.

1 Strom Water Drainage Network - Open Excavation

2 Shifting of Utilities

3 Outfall Structure

Signature of Contractor Additional City Engineer (North Zone-PIU)

Name : Ahmedabad Municipal Corporation

Company’s seal :

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying Storm Water Drainage Network at T.P. 97 (Naroda)

Kamal Lake (Umala) area of Sardar Nagar Ward in North Zone of AMC.

Open Excavation Abstract Sheet

Description Total Qty. Unit Amount

1 TOPOGRAPHIC SURVEY

Conducting topographic survey of the

alignment of the proposed works using

Total Station equipment to capture

topographic features including

manmade or natural features in a

georeferenced manner along and across

the entire route of the works, including

recording the GLs and ILs of the

existing sewers / manholes; prepare

and submit working drawings with

correct levels and the contractor’s

preferred sewer route and indicating

the location of connecting manholes/

lines to the Engineer for approval. 2.50 Km 6,000.00

Excavation for pipe line trenches etc.

for all with shoring and strutting if

required as per required gradient and

line including safety provisions using

siterails and stacking excavated suff

including upto all required lead

2 cleaning the site etc. complete for all

lifts and strata as specified. In all sort

of soils and soft murrum -

Extra rate for excavation in wet.

Condition 7,625.00 cmt 17.86

Conveyance charge of earth, lime,

murrum, building rubbish, manual

garbage, sludge, excavated rock, fly

ash, aggregate of any kind etc. Upto

upto 50 m to 0.5 Km 1,590.00 Cmt 303.69

Lead upt 1 Km 1,590.00 Cmt 320.20

Lead upto 1.5 Km 1,590.00 Cmt 335.15

Lead upto 2 Km 3,275.00 Cmt 347.73

Lead upto 2.5 Km 9,620.00 Cmt 359.33

Providing bedding incl. ramming,

5 watering, consolidating etc. Filling in

trench with available sand within 2 Km 880.00 Cmt 329.00

6 Providing and casting in situ C.C. in 15.00 Cmt 4,906.00

grade M-15 (approx. corresp. to prop.

1:2:4) (proportions as per mix design

or as per Table 9 of IS456 2000 in

masses by weigh batching ) using

granite, quartzite trap metal of size

mm to 20 mm for RCC work,

including scaffolding centering, form

work, needle vibrated consolidation,

curing comp. (excluding cost of

reinforcement and neat finishing) with

centering and shuttering/deshuttering

etc. comp. for structure for other than

water retaining. Footing (with form

Manufacturing, testing, supplying,

loading, transporting to work site,

unloading. RCC pipe in OPC Cement

of following class with Socket and

spigot joints as per IS458 -2021

including EPDM Rubber ring as per

IS5382-1985 etc. comp. As Directed

7 by Engineering in charge. -

Lowering , Laying And Joining RCC

Pipe Of Following Diameters in Proper

Position, grade And Alignment At All

Level As Directed By Engineer In

Charge ncluding conveyance From

store Of Site Of Work, Labour Giving

8 Hydraulic Testing as per ISI Code. -

Refilling of pipeline trences incl.

ramming, watering, consolidating,

disposal of surplus stuff as directed

within a radius of 3 km. 28,700.00 cmt 22.00

Providing & Constructing Precast RCC

Machinehole in RCC M- 40 grade

Controlled concrete as per drawing, in

OPC including excavation, 100 mm

thick P.C.C. in M-15, Reinforcement

in TMT- 500, PVC Foot steps, Cement -

mortar of 1:3 / Sealant Material,

Rubber gasket, Providing & fixing

FRC Manhole frame & cover including

inside epoxy paint complete etc.

For 300 mm -450 mm Dia Pipeline -

For 600 mm-900 mm Dia Pipeline -

For 1200 mm Dia Pipeline -

Constructing Slab Type M.H. Chamber

Of The Following Size Including

Excavation, Refilling, Brick Bats

Cement Concrete (1:5:10) of thickness

15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside

(Only for shaft) In Cm 1:3, Finishing

With Cement Slurry, P/F 4 Mm Dia

M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In

Cm 1:5, Rcc Slab In Cc1:1.5:3 of

11 thickness 15 C.M.,Including Cantering

& Reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.)But

Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X

1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow) (Based

on Drainage SOR 2009-10) -

a) 1.00 to 2.00 meter depth, (Slab at

Ground level) (for pipe dia <=230 mm) 2.00 No. 5,651.79

b) 2.00 to 3.00 meter depth, (Slab at

below 0.60 mt. From G.L.) (for pipe

Rate reduction over item of

Constructing Slab Type M.H. Chamber

of size 1.00 x 0.75 mt for constructing

slab @ depth more than 0.60 mt below 2.00 DM 460.71

Ground Level (Max. 3 unit of DM

should be reduced in this item)

Constructing Slab type M.H. Chamber

of the following size including

excavation, refilling, brick bats cement

concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement

plaster inside & outside (Only for

shaft) in CM 1:3, finishing with

cement slurry, P/F 4 mm dia M.S.Steel

HDPE coated steps 35 cm c/c at 35 cm

staggered in masonary CM 1:5, RCC

Slab in CC 1:1.5:3 of thickness

C.M., including Cantering &

reinforcement (double jalli at 15 C.M.

c/c bothway 12 mm dia.) but excluding

13 the cost of Manhole seat over

etc..completed. of Size 1.00 X

meter (Inside Clear, M.H. length

should be parallel to the flow, for pipe

dia <= 800 mm) (Based on Drainage

1.00 to 2.00 meter depth, (Slab at

Ground level) 2.00 No. 10,177.68

2.00 to 3.00 meter depth, (Slab at

below 0.6 mt. From G.L.) 2.00 No. 19,258.04

3.00 to 4.00 meter depth, (Slab at

below 1.00 mt. From G.L.) 2.00 No. 26,867.86

5.00 to 6.00 meter depth, (Slab at

below 1.00 mt. From G.L.) 2.00 No. 44,050.00

7.00 to 8.00 meter depth, (Slab at

below 1.00 mt. From G.L.) 2.00 No. 66,632.14

Extra rate over item of Constructing

Slab Type M.H. Chamber of following

size for constructing M.H. Chamber,

per 1.00 Decimetre of additional depth

or part thereof. etc. complete. Of size

1.00 x 1.40 mt. (inside clear) and

14 Depth from (Based on Drainage SOR

4.00 to 5.00 meter depth 2.00 DM 521.43

6.00 to 7.00 meter depth 2.00 DM 536.61

8.00 to 9.00 meter depth 2.00 DM 551.79

9.00 to 10.00 meter depth 2.00 DM 564.29

Providing, Supplying, fixing & Carting

of FRC heavy duty cover size 730 mm.

& 90 mm thick circular cover 20 M.T.

design load and frame size 560 mm

clear opening size 890 x 890 x

16 Constructing B. P. type catchpit of size 288.00 No. 3,125.00

0.6 x 0.6 depth up to 1 mt including

excavation, BBCC (1:5:10) 23mm

thick brick wall in CM (1:6) with

mm thick IPS flooring in the prop M15

at the bottom and 15 mm thick cement

plaster inside the catchpit in the

proportion of CM (1:3) without jali etc.

CatchPit Jali Fixing P/F FRC catch pit

jali with frame 600mm x 600mm clear

17 opening etc. comp.. As directed by

engineer in charge. (Based on Central

Store Rate) 288.00 No. 1,383.93

Extra rate over item of excavation of

earth for excavation of asphalt

pavement/RCC of thickness upto

mt. including demolishing the asphalt

carpet, metal, solling/cutting

reinforcement etc. complete with

stacking the material as directed. -

18 Upto 0.2 meter thickness (By Manual) 8,869.50 Smt 71.43

Up to 0.30 meter (By any type of

Breaker Machine or R.C.C.Cutter

machine including cost of operator,

fuel, & transportation etc complete. 8,869.50 Smt 178.57

c) 0.30 meter & above (By Breaker

Machine including cost of operator,

fuel,& transportation etc complete. 8,869.50 Smt 312.50

Reinstatement of asphalt road/

pavement using same material for

19 soiling and new metalling grouting

with tack coat etc. Complete as

complete. 8,869.50 Smt 231.47

Providing, laying, spreading and

compacting graded stone aggregate to

wet mix macadam specification

including premixing the Material with

water at OMC in mechanical mix plant

20 carriage of mixed Material by tipper to

site, laying in uniform layers in

subbase / base course on well prepared

surface and compacting with vibratory

roller to achieve the desired density as

per codal provision. 2,660.85 Cmt 1,526.79

Shoring or timbering for trench with

21 mm thick planks and suitable size truts

etc. complete. 17,739.00 Smt 71.00

Hiring and operating Mud Pumps incl.

Cost of fuel and operator including the

cost of to and fro transportation, laying

of the delivery hoses as required,

lowering and lifting the pumps as and

when required etc. complete. Set Do 3,748.05 Hp/hr 18.32

As Directed. (No payment should be

allowed for non working condition of

machinery ) ( Based on Previously

approved rate by C E sir )

Making connection to the ex.M.H. in

running sewer incl. Dewatering and

other required machinery etc. of

following dia pipe at any convenient

time. All damaged work shall be well

repaired as per instructions etc.

Barricading the entire break down or

excavated area on rental basis using

wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board out side

to avoid accident & for smooth traffic

diversion & movement including

24 cautionary board etc. Item also

includes for making temporary

sufficient nos of lighting arrangement

through out the work with necessary

required arrangement. ..The same shall

be removed after completion of work.

(Only for break down work from start

to complete) 155.00 Rmt 80.36

Demolition of Brick work & stone

masonry including stacking of

25 serviceable materials and disposal of

unserviceable materials with all lead

and lift. (i) In cement Mortar. 15.50 Cmt 544.95

Demolition and disposal of

unserviceable materials with all lead

and lift.(i) Unreinforced cement

concrete 15.50 Cmt 603.23

Demolition and disposal of stacking of

serviceable materials and disposal of

unserviceable materials with all lead

and lift (i) R.C.C work 15.00 Cmt 1,047.38

Providing and cast in situ C.C. in grade

M-30 proportions of ingredients as per

mix design by weigh batching using

granite, quartzite trap metal of size

mm to 20 mm and or 6 mm to 12 mm

28 including scaffolding centering

formwork, needle vibrated

consolidation, curing and hydraulic

testing etc. complete (excluding cost of

reinforcement) with centering and

shuttering/deshuttering etc. camp. up to -

6 meter height /depth Av. G.L.for all

water retaining structures

a) R.C.C. Raft and footings with

shuttering 90.00 Cmt 8,213.00

Supply cutting, Bending, Binding and

placing in position steel as per plan and

design and as per ISS 2502 including

cost of steel and binding wire for

reservoirs/ structures only including lift

up to 6 meter height or depth below

G.L. for all diameters.

Deformed(TMT)bars confirming to

relevant IS Fe-500 grade for all

diameters. 3.00 MT 77,504.00

Driling of 2100 mm dia Horizontal

borehole for watermain pipeline under

the road including strata with required

length including fixing of 2000 mm dia

M.S casing pipe with welding pushing

30 etc.complete various size of R.C.C

pipe for watermain fixing and

Providing and fixing Safety Chain

Where ever nesessary as per the

Stipulation in the design Complete.

(Without Water Main) 100.00 Rmt 105,550.00

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying Storm Water Drainage Network at T.P.

(Naroda) Kamal Lake (Umala) area of Sardar Nagar Ward in North Zone of AMC.

Shifting of Utilities Abstract Sheet

Description Total Qty. Amount

No Unit Without GST

Manufacturing, testing, supplying, lowering in

trench, loading, transporting to work site,

unloading. RCC pipe in SRC Cement of

following class with Socket and spigot joints as

per IS 458-2003 including EPDM Rubber ring

1 as per IS 5382-1985 etc. comp. As Directed by

Engineer in charge.

(a) 300 mm dia NP3 class 50.00 Rmt 874.00

(b) 450 mm dia NP3 class 50.00 Rmt 1,532.00

(c) 600 mm dia NP3 class 50.00 Rmt 2,174.00

(d) 900 mm dia NP3 class 50.00 Rmt 3,941.00

Providing And Jointing Stoneware Pipes Incl.

Excavation Upto 2Mt. Refilling, Transporting

Pipes To Work Site, Unloading, Lowering In

Trench, jointing material Such As Cement,

sand, Hemp Bitumen As Directed, Incl.

Watering The Trenches Spreading And Carting

away Of Surplus material as directed by

engineer in charge. -

Making connection to the ex. M.H. in running

sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any

3 convenient time. All damaged work shall be

well repaired as per instructions. etc. complete. -

a) 150mm dia to 300mm dia 10.00 No 1,339.29

Constructing Bombay Pattern Type Catch Pit

of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick

brick maso. wall in the prop. of CM (1:6) with

40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside

the catch pit in the proportion of CM (1:3) with

out jali etc. comp. as directed. 20.00 No 3,125.00

CatchPit Jali Fixing P/F FRC catch pit jali with

5 frame 600mm x 600mm clear opening etc.

comp.. As directed by engineer-in-charge. 20.00 No. 1,383.93

P/F with lead joints the CI/MS fitting over cut

ends of existing C.I/M.S. Pipes by prior jute

caulking pouring lead and caulking agianst to

finish properly -

Connecting the collapsed water supply pipe

line of following diameter as soon as possible

bases, recovery including all allied works like

carting necessary pipe pieces from owner stors,

cutting the fractured ends to proper shape,

pumping out water working in wet condition,

working in at an instructured specific time of

day or night etc. complete in any length. -

Labours charges for collecting specials from

Municipals store loading, transportation,

unloading to the site, laying and fixing CI

8 specials inclusive of all jointing materials like

lead, spun etc. and labour, exacavation re-

filling and nece. dewatering as per instrucation

of engg. incharge. 2,500.00 Kg 21.43

P/F hanging by any means to proper gradient to

keep the temporary PVC lines (6kg/Sq.cm)

flowing the following sizes of PVC pipes to

maintain the drainage coming from distant

bunglows to the chamber which is open from

9 all sides causing collapse of flowing existing

drainage incoming line to MH and keeping the

pit free from rubbish. -

b) 160 mm dia 10.00 Rmt 448.00

Transporting from AMC store and laying

spigot and socket New DI pipeline DI-K-9 pipe

of various classes with CI/DI/MS specials of

following diameters. Rate includes excavation

upto minimum 1.0mt. depth from top of pipe /

as per requirement in any soil, refilling after

laying pipe, covering and temptation of carting

surplus earth upto 30mt. lead and watering and

compaction.Clearingthesite.All Joint shall be

10 made tight & leak free etc.comp. -

a) 100 mm dia 10.00 Rmt 64.29

b) 150 mm dia 10.00 Rmt 77.68

c) 200 mm dia 10.00 Rmt 93.75

d) 250 mm dia 10.00 Rmt 113.39

f) 350 mm dia 10.00 Rmt 185.71

g) 400 mm dia 10.00 Rmt 207.14

h) 450 mm dia 10.00 Rmt 275.00

i) 500 mm dia 10.00 Rmt 320.54

j) 600 mm dia 10.00 Rmt 384.82

Only Removing & Recover of existing CI/DI

pipeline & specials, removing any type of joint,

carting it to the muni. Stores as & where

directed as per instruction of Engg.Incharge

with excavation & refilling. -

Removing silt from existing drainage line of

any diameter in running water and carting the

12 same upto all lead and lift as mention below

etc. complete as per instruction of engineer in

charge. 50.00 Cmt 283.00

Repairing damaged M.H. and rasing M.H. upto

road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the debris

from MH and carting the same as directed. -

a) upto 0.15 mt (@ Two Coarse) 10.00 No 732.14

b) upto 0.35 mt (@ Four Coarse) 10.00 NO 1,160.71

Dismentaling of tiled of Stonre flooring laid in

14 mortar including stacking of servicable

material with all lead and lift 100.00 Smt 47.25

Providing and casting in situ C.C. in grade M-

20 (proportions as per mix design or as per

table 9 of IS 456 2000 in masses by weigh

batching) using granite, quartzite trap metal of

size 6 mm to 20 mm for RCC work, including

scaffolding centering, formwork, needle

vibrated consolidation, curing complete upto

meter depth or height (excluding cost of

15 reinforcement and neat finishing) with

centering and shuttering / deshuttering

etc.complete for structure other than water

retaining (Below G.L) -

i) RCC Footing 20.00 Cmt 5,520.00

ii) RCC Beam 10.00 Cmt 6,722.00

iii) RCC Column 10.00 Cmt 7,363.00

(iv) RCC Slab 20.00 Cmt 6,504.00

(v) RCC wall 10.00 Cmt 6,779.00

Supply cutting, Bending, Binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost

of steel and binding wire for reservoirs/

16 structures only including lift up to 6 meter

height or depth below G.L. for all

Deformed(TMT)bars confirming to

relevant IS Fe-500 grade for all diameters. 1.00 Cmt 77,504.00

17 Demolition and disposal of unserviceable 50.00 Cmt 603.23

materials with all lead and lift. (i)

Unreinforcement cement concrete

Demolition including stacking of serviceable

18 materilas and disposal of unserviceable

materials with all lead and lift.(i)R.C.C. work 50.00 Cmt 1,047.38

Demolition of Brick work and stone masonry

including stacking of serviceable materilas and

disposal of unserviceable materials with all

lead and lift.(i)In cement Mortar 50.00 Cmt 544.95

Providing and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick,

M-35 Grade of any size ; shape (Usually

Uni-Paver Blocks) using black trap good

quality aggregate of 20 mm nominal size

for footpath, parking areas, service lanes

and other areas as mentioned in the

drawing / instruction of engineer in charge.

Cost includes formworks using rubber

mould, Rate providing and laying paver

blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of

paving blocks shall be executed in line and

level by skill mason of flooring work only.

It should be laid in such a way that the no

cutting of the paver block to be necessary.

If cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block

shall have reasonably good, plain finished.

Paver blocks shall be compacted and shall

20 be relaid if necessary. Gravel or such type

of materials shall not be allowed for

production. Laying on 5 cms thick sand

bedding. and Laying of Rubber Moulded

Paver Block Grey/Coloured 60 mm thick,

M-35 Grade of any size ; shape (Usually

Uni-Paver Blocks) using black trap good

quality aggregate of 20 mm nominal size

for footpath, parking areas, service lanes

and other areas as mentioned in the

drawing / instruction of engineer in charge.

Cost includes formworks using rubber

mould, Rate providing and laying paver

blocks as per required grading and

specification. The paver block shall be

mechanically compacted. The work of

paving blocks shall be executed in line and

level by skill mason of flooring work only.

It should be laid in such a way that the no

cutting of the paver block to be necessary.

If cutting of paver block necessary then it

should be cut by machine only and carting.

The finished surface of the paver block 100.00 Smt 383.04

shall have reasonably good, plain finished.

Paver blocks shall be compacted and shall

be relaid if necessary. Gravel or such type

of materials shall not be allowed for

production. Laying on 5 cms thick sand

(As per AMC SOR 2016,Footpath_CV,

Supplying and fixing of 300 mm-L x

mm-B x 380 mm-Kerb block for Footpath

in M-20 grade using 20 mm nominal size

black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork

mould with well equipped with vibratory

system for kerb stones of approved design

including curing, etc. complete, including

the cost of formwork etc. complete. The

rate shall also include necessary cutting of

asphalt, fixing the Kerb stones in line and

level on 5 cm thick sand bedding with

necessary equipments and materials. The

rate shall also include the flush pointing in

CM (1:3) for all joints of the kerbstones.

Filling of zari alone the sides of the kerb

stone fixed with Bituminous concrete

Bituminous concrete / C.C. mixed in

proper position to flush with the road

surface as directed by Engineer in change

to form a portable mixture. 100.00 Smt 350.89

Boring holes 3.5 m deep in ordinary soil

(for cast in situ piles) and getting out the

soil and disposal of the surplus excavated

soil as directed within a lead of 50 Meter

for following diameter of pipes.(iii)

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying Storm Water Drainage Network at T.P.

(Naroda) Kamal Lake (Umala) area of Sardar Nagar Ward in North Zone of AMC.

Outfall Structure Astract Sheet

ITEM Qty without

A OUTFALL STRUCTURE

Exavation for foundation including sorting out and

stacking of useful materials and disposing off the

excavated stuff upto 50 metre lead. (B) Loose or Soft

Empty boring through all sorts of strata for providing

450 mm Diameter R.C.C. bored piles to required depth

2 required depth including providing necessary casing

pipe with all plants and equipments as required

complete. Rmt 170.00 1,005.24

Providing & laying controlled cement concrete M

3 for R.C.C. bored piles of 0.450m dia. including

ramming, vibrating, curing and finishing complete. Cmt 25.43 4,734.35

Providing & laying rubble below raft foundation

including carting to the work site , rimming

consolidating & dressing etc, Complate as per

Engineer in-charge Cmt 15.00 1,250.00

Providing and casting in situ C.C. in grade M-15

(approx. corresp. to prop. 1:2:4) (proportions as per

mix design or as per Table 9 of IS456 2000 in masses

by weigh batching ) using granite, quartzite trap metal

of size 6 mm to 20 mm for RCC work, including

scaffolding centering, form work, needle vibrated

consolidation, curing comp. (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for

other than water retaining. Footing (with form work) Cmt 20.00 4,906.00

Providing and cast in situ C.C. in grade M-30

proportions of ingredients as per mix design by weigh

batching using granite, quartzite trap metal of size

mm to 20 mm and or 6 mm to 12 mm including

scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc.

complete (excluding cost of reinforcement) with

centering and shuttering/deshuttering etc. camp. up to

6 meter height /depth Av. G.L.for all water retaining

a) R.C.C. Raft and footings with shuttering

b) R.C.C. walls

c) R.C.C. Beams & staircase

d) RCC Top Slab

Supply cutting, Bending, Binding and placing in

position steel as per plan and design and as per ISS

2502 including cost of steel and binding wire for

7 reservoirs/ structures only including lift up to 6 meter

height or depth below G.L. for all

diameters.Deformed(TMT)bars confirming to relevant

IS Fe-500 grade for all diameters. MT 10.00 77,504.00

Providing and applying 15 mm thick cement plaster in

single coat on brick work with floating coat of net

cement slurry for interior plastering of pumphouse and

outside plastering of sump upto finished even and

smooth in Cement motar 1 : 3 (1 cement : 3 sand)

including racking out joint curing, scaffolding

required if any, with necessary cement finishing etc.

complete as directed. Smt 335.00 222.56

Signature of Contractor Additional City Engineer (North Zone-PIU)

Name : Ahmedabad Municipal Corporation

Company’s seal :